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FW-20-402Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 issue Date: 03/25/2020 Location Address Parcel Number 810 NE 100TH ST, Miami Shores, FL 33138 1132060340060 Contacts Permit NO.: FW-02-20-402 Permit Type: Fence/wall Work Classification: PVC Permit Status: Approved Expiration: 09/21/2020 CEROS FENCES CORP Owner Daniel & W Joseph Robin Contractor HUMBERTO RODRIGUEZ 810 NE 100 ST, Miami Shores, FL 33138 91 E 54 ST, HIALEAH, FL 33013 Business: 3058878668 cerosfence1216@gmail.com Description: INSTALLATION OF DURAFENCE, 6' H. 3 WALK Valuation: $ 5,500.00 Inspection Requests: GATES 4' WX6'H BRONZE 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $1.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $5.50 Wire and Wood Fence Fee $170.00 Total: $324.80 Payments Date Paid Amt Paid Total Fees $324.80 Credit Card 02/25/2020 $50.00 Credit Card 03/25/2020 $274.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, VauyToNe the above named contractor to do the work stated. Authorized Signature: Owner / March 25, 2020 / Agent Date Page 2 of 2 Miami Shores Village EE EIVED Building Department F 2 J O20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 —=1- BUILDING PE MIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING C 20 (-4 Master Permit No. FwyOL" r - -11 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �' % /� CONTRACTOR DRAWINGS JOB ADDRESS: S I t2 /(J G— . /Off/ ] `" ee 7 Folio/Parcel#: -• 2!0 Is the Building Historically Designated: Yes NO y Occupancy Type: Res - Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Na//te�m--e (Fee Simple Titleholder): 4 Address: 7i %� /( 1 � 0 10� City: �'y%, Lori? ��4 a4 Tenant/Lessee Name: / Email: ,.�^�hti It CONTRACTOR:: Company Name: 7 Address-7 JyomW W City: , State: Zip: 551 3 5 Phone#: 4 4- C e. C 53 5-r 4 33 RE one#: 3aJ . 2q /• 7 /7 / Qualifier Name: 1C7V��/ "� ��V �^ /���Z Phone#: State Certification or Registration #: Certificate of Competency #: D S 010 V DESIGNER: Architect/Engineer: Phone#: Address: 'r City: State: — Zip: O S Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Z Alteration ❑ New ❑ Repair/Replace // ❑ Demolition Description of Work: __.J--/f s I -A if c/L.J7ON DurYa,� Cf— �7--;) LaaJk 4' w x G,' 14 -Arcynze Specify color of color thru tile: Submittal Fee $ 5 v ` (� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) i Bonding Company's Name (if applicable) A) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection willpet*e approved and a reinspection fee will be charged. swur.aA S1 Eff=2m� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this L1 y day of -}`r�(Z,U AF'A-f 20 2-0 by 'DF M�� �'V �f'Iwho is personally known to me or who has produced i DU N—�kas identifi tion and who did take an oath. NOTA Y BLIC: Sigrx Print: Seal: APPROVED BY The foregoing instrument was acknowledged before me this QZ1 day of rQCM,0 20 2-0 by J� f kg0 ho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: S00 AR S I MY COMMISSION S GG 238273 EXPIRES: September 3, 2 22 IPlans Examiner 1 ' jt� Structural Review (Revised02/24/2014) C t� 3IA12e7—,o 1a as C001m.#G60,149005 Efres Jan. 21, 2024 Bonded Thru Aaron Notary a Zoning Clerk W/M F. 1. P. %z . NO ID. 77. 30' ff7cgillf BLOCK F. F. CORNER NO /D. ENGOS��I t��GP O oV N tp O a6 O e- z � N.E. 100th STREET !B' ASPHAL T F.I.P. %2 " NO /0. BL OCK LOCATION SKETCAIE - - FLOOD ZONE. X NOT TO SCALE MAP & PANEL= 12086CO306 COMMUNITY No.: 120652 SUFFIX. L DATE OF FIRM: 09-11-2009 60. N.E. _ 100th STREET . BASE ELEV.= N/A J g 7" 6 S h 3 z 1 j PROPERTY OF: DANIEL M. ROBBIN Q & JO•SEPHINE ROBBIN F 25 020 810 N.E. 100th STREET, ate': 38 va9 3 l h 15 u! MIAMI SHORES, FLORIDA 331 z s sa CERTIFIED TO: �- 5'ectlon 6.: DANIEL M. ROBBIN & JOSE�Pl�NE B) �� z LEGAL DESCRIPTION: !2 13 1N l5 .t(o j7 18ra9 20 21 22 23 566.60 � G�k Nu lu. CORNER I Q I n/ C LOT 9 AND THE EAST 112 OF LOT 10, BLOCK 169, "SECTION NO. 8 OF MIAMI SHORES", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK ...... rl 14, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. -. .. - � .. .: Al, .......... \M supp rti- (he :, to LLi _ SURVEYOR'S NOTES: n1 al and h ._J I r z ::• CONC. ,:::::::.-:.;..:: I _er0 J f a { "1C -, IZCntaLIJ I �� < 1 NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL. DR/VE'-:,r: r;=.e �' U ) 2>.45' y and t „ � h e , � _ a ti.. s--i 1 t I W 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. Iof J Sh-I f �c V ° o�'-qted d �" Q n 4 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED t_Ot l ✓ B t @ a� O,n n I r ( ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. d V. g 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT C C LOCATED. W W CL O L 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. / • a c, t I I 0 W - 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. • • • • • • j9.85ROOF / /CONC. PORCH RESIDENRE / THE BLOWEST KT 1692 .,+1111��I //®>4.65'/ x / I// % w u c.n - 9.94' 25. zi 3IC �O WOOD DECK �g A/C o it f0.50' I S 26.55' 265 m I rn GENERV TOR ON oG (. AB lo` LOT - 9 0.85' THE EAST 112 BLOCK - 169 OF LOT-10-'I F_ I. %2' BLOCK - 169 N,Z 1D. WEST 75.0 ' ( M) o ��F�15'ALLEY W.U.P. WITH OUL STREETLIGHT O (j < 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. • • • • • • • • • • • t�s !�•/ O_ Z (j L:-, 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL. • • • • I I CL I Z � 10) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND"OPtRTY L/&f4M%BE • • < O -� `' EXAGGERATED FOR CLARITY • • • • • • • • • • • • • • • Q tr LIB \! �!, c/' > L 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL .Fi1EZ?6FNCY MANAGEMENT Al)ENCY • � 06 �' O FLOOD INFORMATION RATE MAPS 0000 • • • • • $ L 3 ,./ 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIA 06 Q N.E. N AT.SOl TMt?I.OHT OF Jjg Q� �_ i�L 100th STREET = EAST W • • LEGEND 1.C.V. IRRIGATION CONTROL VALVE P.C.P. PERMANENTCONTROL POINT • • • •t WATT • • • • • • Op Q A/C FtA/A/ CONDITIONER I.P. IRON PIPE as PROFESSIONAL LAND SURVEYOR W.V. WATER VALVE • AVE AVENUE FPL FLORIDA POWER& LIGHT PSM PROFESSIONAL SURVEYORANDMAPPFA••W#P.WOOD UTILIIYPOLE • N BLVD. BOULEVARD F.I.P. FOUND IRON PIPE PL PROPERTYL/NE • • • • • o O BM BENCH MARK F.I.R. FOUND IRON ROD P.O.B. POINT OFBEGLNN/NG • i • • • • • • • • • • O CATV CABLE TELEVISION BOX FND, FOUND P.O.C. POINT OFCOMMENCEMENT • • • • • • • W 0.90' C.B. CATCHBASIN L ARCLENGTN ARC. P0/NTOFREVLJ7SECURVATURE • • • •S B:)LSO • • • • • • •: CBS CONCRETE BLOCK STRUCTURE (L) LEGAL P.RM.PERMANENTREFERENCEMONUMENT a,=.;szs. CONCRETE• LOT - 8 CHS CHORD BEARING L.P. UGHTPOLE P.T. POINTOFTANGENCY OVERA81DUTIUTYUNES CH CHORD DISTANCE LB LICENSEDBUSINESS R RADIUS —►—a WIRE FENCE BLOCK - 169 CDR CORNER LS LAND SURVEYOR (R) RECORD WOODFENCE CT COURT (M) MEASURED RE. R/M ELEVATON PROPERTYCORNE R j CENIFRUNE NAVD NORTHAMER/CANVERTICALDATUM R1w RIGHT-OF-WAY WATERFLOW CL CLEAR NGVD NATIONAL GEODETIC VERTICAL DATUM SAM- SANITARY 9.60 EXISTING GRADE ELEVATION CONC. CONCRETE NO ID. NOT IDENTIFIABLE S.I.P. SET IRON PIPE PROPOSED GRADE ELEVATION C.O. CLEAN OUT NO. NUMBER S.I.R SET/RONROD N WATER VALVE E.B. ELECTRIC BOX NIS NOT TO SCALE ST. STREET v SIGN ELEV. ELEVATION O.R.B OFFICIAL RECORD BOOK T TANGENT ® DRAINAGE MANHOLE ENCR ENCROACHMENT ON4-L ONPROPERTYLINE T.B.M TEMPORARYBENCHMARK © SANITARYMANHOLE EPP. EU'VATIONREFERENCEPOINT O.UL OVERHE:ADUTIL17YLINES TEL. TELEPHONE FIRE HYDRANT F.F. FINISHFLOOR P.C. POINTOFCURVATURE TYP. TYPICAL LIGHTINGF/XTURE 030' F.H. FIREHYDRANT P.C.C. PO/NTOFCOMPOUNDCURVATURE U.E. UIXIT'EASEMENT Tf FIRE DEPARMENTCONNECTION A BOUNDARY SURVEY NO ID. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY WAS MADE UNDER MY SUPERVISION AND MEETS STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.050 THROUGH 5J-17.052, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO NOT VALID WITHOUT THE SIGNATUREAND THE SECTION 472.027, FLORIDA STATUTES, AND, THAT THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SKETCH HEREON IS TRUE AND CORRECT TO THE SURVEYOR AND MAPPER. BEST OF MY KNOWLEDGE AND BELIEF. SUBJEC TO NOTES AND NOTATIONS SHOWN HEREO . FRANCISCO F. FAJARDO FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4767 PROFESSIONAL SURVEYING AND MAPPING NNES AND GARCIA, INC. LB # 2098 ANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 4967 SW 75th AVENUE, MIAMI, FLORIDA 33155 -H (305) 666-7909 FAX (305) 442-2530 DATE:02/04/20201 SCALE: 1" = 20' 1 DRAWN BY: J.L.J. I DWG. No.: 267991 AP 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER -GROUND FACIU71ES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL IMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BURRING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. B. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES. ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION. AND FOR THE SEQUENCES AND PROCEDURE TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS. AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND/ OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS AND GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. D=GN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD-0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115mph---- AS PER FBC 2017 SECTION 1616.2.1 CALCUUTIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND RISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: - TYPE ASTM GRADE Fy STRRUUC STRUCTURAL TUBING A500 B 48 KS1 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHIT ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BOOZED SITUMINOUS PAINT OR WATER -WHITE MOTHACRYLATE LACQUER In accordance with FBC 2017 and ASCE 7-10. Wind Speed from FBC 2017. Chapter 18. section 1616.2.1 v(mph): 115.00 L(ft): 4 2 1/2x 2 1/2x 1/111 gme steel aalvonized 2xIx0.071 at gedvanl7ed Exposure: C Hpost(ft) 6 A-500 A-500 Gust Factor 0.85 Fy(psQ 46000 Mmax. (ib-in) 13997 Mmax.(Ib-In) 1166 Cf. 1.30 A-500 Fb(pen 30360 Sx(cu in) 0.49 Sx cu in) 0.124 Kd. 0.85 Fv(psl) 18400 fb(psQ Mmax/Sx fbtpel) Mmax/Sx h(ft): 8 Fy(psl) 36000 fb(psi) 28585 fb(psi) 9406.45 gz(psf} 16.2 A-36 Fb(psi) 23760 fb(psi)<Fb OK fb(psQ< Fb OK Fv(psi) 14400 Ralf to Poste Connection Deelan Foundation Design inoncontroined FBC 2017-1807.3.2.1W Actual Pullout 194 P 388.80 Lateral soli bearin 200 Allowable Pullout 200 Using 10-16 HAti Kwik A 1.44 Footing Diameter rft) 1.58 OK Flex Screw d 3.01 For poles 1808.3.4 2 N N a in 0 I N 0 1 A'-n" kAAX \ _ ' TYP. FENCE PLAN VIEW \ _ SCRL. 3le-I.-U 4'-0" Max FENCE CONNECTIONS: -RAIL TO POST TO BE CONNECTED WITH (2) 10-16 KWK FLEX SCREW by HILTi OR APPROVED EQUAL ACCESS HOLE AT RAILS TO BE PROVIDED FOR CONNECTION. -PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWK FLEX SCREW by HILTi OR APPROVED EQUAL 2 1 /2� S=0.49 Cu In Mmax=16.2x4x6x6/2 =13 997 x In fb=Mmax/S fb=28 565 psi< Fb fb=30 360 psi POSTS (16 GA) 1 /16" TYP. FENCE ELEV. VIEW SCAIf: 3/4'�1'-0' S=0.124 Cu In Mmax=16.264x44/8 =1 166x In fb=Mmax/S fb=9 406 psk Fb fb=30 360 psi 2" RAILS (16 GA) 1/16 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER 24 GA (MIN.) GALVANIZED METAL SHEET DURA FENCE 2 1/2x2 1/2x16 GA. GALVANIZED STEEL POST SPACED 4'-0" MAX. O.C. 2x1x16 GA GALVANIZED STEEL TUBE RAIL BOT. MEMBER I I II I 14 :r! a;;•:1 3000 PSI CO;•f k+E FOOTING •• '• 012"x4'-O,rp�a� 019"x3'-0" DEEP•®R ': -�--� tin 024"x2'-6" DEfP (?'P) ! �ZW S=0.036 Cu in Mmax=16.24/124176.17/8 =433x in fb=Mmax/S fb=12 028 psi< Fb fb=23 760 psi 6" 6 1 /4" PICKETS (24 GA) s •